Modes of Failure in Shear Deficient RC T-Beams Strengthened with FRP-Reference-Cited by-同舟云学术

Modes of Failure in Shear Deficient RC T-Beams Strengthened with FRP

Published:2016-02 Issue:1 Volume:20 Page:04015029
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Panigrahi S. K.¹,Deb A.²,Bhattacharyya S. K.³

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur 721302, India.

2. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur 721302, India (corresponding author).

3. Director, Central Building Research Institute, Roorkee, Uttarkhand 247667, India; and Professor, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur 721302, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000586

Reference26 articles.

1. AASHTO. (2015). “LRFD highway bridge design specifications.” Washington DC.

2. Abaqus 6.9 [Computer software]. Waltham MA Dassault Systemes Simulia.

3. ACI (American Concrete Institute). (2008). “Guide for the design and construction of externally bonded FRP system for strengthening concrete structures.” ACI 440.2R-08 Farmington Hills MI.

4. Behavior of Various Anchorage Systems Used for Shear Strengthening of Concrete Structures with Externally Bonded FRP Sheets

5. Belarbi A. Bae S. W. Ayoub A. Kuchma D. Mirmiran A. and Okeil A. (2011). “Design of FRP systems for strengthening concrete girders in shear.” NCHRP Rep. 678 Transportation Research Board Washington DC.

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